Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-14 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'FECRR ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Little Lake Worth ' (1) ·
'NORTH CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'TEN MILE CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I 95 SR 9 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'MERCER AVE ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SELVITZ RD. ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR A1A ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'US98&441 SR700&15' (1) ·
I-95 (1)
Number 008:
700002 (1) ·
700026 (1) ·
700083 (1) ·
700103 (1) ·
700113 (1) ·
700149 (1) ·
700229 (1) ·
704042 (1) ·
884058 (1) ·
884060 (1) ·
930091 (1) ·
930499 (1) ·
930500 (1) ·
930520 (1) ·
930546 (1) ·
931006 (1) ·
937708 (1) ·
940027 (1) ·
940056 (1) ·
940067 (1) ·
940070 (1) ·
945252 (1) ·
945253 (1) ·
945261 (1)
Location 009:
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'At Exit 74 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
26262220 (1) ·
26271349 (1) ·
26412955 (1) ·
26453240 (1) ·
26503760 (1) ·
26550153 (1) ·
27130362 (1) ·
27201582 (1) ·
27201586 (1) ·
27234679 (1) ·
27243079 (1) ·
27245404 (1) ·
27265121 (1) ·
27392294 (1) ·
27392357 (1) ·
27531888 (1) ·
28124563 (1) ·
28124610 (1) ·
28241813 (1) ·
28241877 (1) ·
28313962 (1) ·
28314000 (1) ·
28314033 (1)
Longitude 017:
80032660 (1) ·
80041431 (1) ·
80052000 (1) ·
80052100 (1) ·
80052810 (1) ·
80102834 (1) ·
80212904 (1) ·
80213056 (1) ·
80214936 (1) ·
80215969 (1) ·
80220192 (1) ·
80230306 (1) ·
80230357 (1) ·
80253838 (1) ·
80282176 (1) ·
80362348 (1) ·
80362349 (1) ·
80364774 (1) ·
80372083 (1) ·
80394904 (1) ·
80394909 (1) ·
80472690 (1) ·
80472715 (1) ·
80510650 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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